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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 02/18/2025 /;L.UA rtz- l cf 4 cl E TJ e SG!'� '�s-l2 !`►�!/+hc� l S S UcS !.0 Pff Tl�rs C'�// -� FINAL PLAT FORC 7-/S &19 � �✓ 7`a o.0 f� �,4�f)s 1�s��� -' •� mid p�H�z 15:�:.S c/ �51 L Epp -1-L7) Z 0 MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE z it a 0 M V) LU A REPLAT OF TRACT NN AND TRACT OO OF MONTAVA SUBDIVISION PHASE D AND VACATED RIGHT-OF-WAY LOCATED IN A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, L STATEMENT OF OWNERSHIP AND SUBDIVISION RANGE +68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND: SEVEN (7) PARCELS OF LAND, SITUATE IN THE EAST HALF (E1/2) OF SECTION THIRTY-TWO (32), AND THE WEST HALF (W1/2) OF SECTION THIRTY-THREE (33), TOWNSHIP EIGHT NORTH (T.8N.), RANGE NOTICE: ACCORDING TO COLORADO LAW, YOU MUST PLANNING APPROVAL: SIXTY-EIGHT WEST (R.68W.) OF THE SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS COMMENCE ANY LEGAL ACTION BASED UPON ANY FOLLOWS: -� DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT COLLINS, COLORADO, o - --- - -- �- - _ - � MAY ANY ACT10N BASED UPON ANY DEFECT IN THIS • , SURVEY BE COMMENCED MORE THAN TEN YEARS FROM ON THIS DAY, COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 32 AND ASSUMING THE EAST LINE OF THE SOUTHEAST QUARTER (SE1/4) AS BEARING NORTH 00 33 45" WEST, A DISTANCE OF 2642.14 THE DATE OF THE CERTIFICATION SHOWN HEREON. FEET, MONUMENTED BY A #6 REBAR WITH 2.5" ALUMINUM CAP STAMPED LS 17497 AT THE SOUTH END AND BY A 3.25" BRASS CAP STAMPED LS 1527 E NORTH END AND WITH ALL OTHER m BEARINGS CONTAINED HEREIN RELATIVE THERETO; kti> � 12 P !CANT q& °`' ONTAVA DEVELOPMENT & DRAWN _ i (ROW) MOUNTAIN VISTA DRIVE, S-PA SEP-TEMBER-�, ONSTRUCTION LLC DIRECTOR OF PLANNING - BRB THENCE NORTH 40'20'45" WEST A DISTANCE OF 65.64 F T TO THE NORTH RIGHT OF WAY ROW LINE OF `T �-A -PAGE R TO A LINE PARALLEL WITH AND 50.0 FEET NORTH F 30 N. COLLEGE AVE, SUITE 410 APPROVED AS TO FORM. CITY ENGINEEFt CHECKED`• 98 S-89914 289, € ;4RT�iiIE C0 NTY CLERK & RECOR 0 0 AS Mt SU ED AT A RIGHT ANGLE, THE SOUTH LINE OF SAID SE1/4 AND TO THE POINT OF BEGINNING; Giuz ORT COLLINS, CO, 80524 � DAP THENCE NORTH 89'57'58" WEST, ALONG SAID NORTH LINE, A DISTANCE Of 8.00 FEET TO jFIl EAST�Itd flF MONTAVA SUBDIVISION PHASE D AS RECORDED _ AS RECEPTION N • PHONE:(512)-507-5570 �� BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS,`COLORADO, G� / oEsicNEo p OF THE LARIMER COUNTY CLERK & RECORDER; ►�� '� �a �- ��� 1 BRB �'"� /' ENGINEER ON THIS DAY, �., � �' THENCE NORTH 00'33�45" WEST, ALONG SAID EAST LINE,�A b1STANCE OF 1207.02 FEET TO A POINT HEREIN REFERRED TO AS POINT A; TST INC. CONSULTING ENGINEERS � 1 �11® �- 11=• jc-, 1-1 FlLENAMEJ THE SOUTH 8959 26" EAST A DISTANCE OF 8.00 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AS DEDICATED--IN--8 VL�Tt � �~"m� 748 WHALERS WAY, SUITE 2do PROJECT ® 009_;Plat Cover-Infra THENCE SOUDk1�00'33'45" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 1207.02 FEE IQ-THE P_01N-T--OF 8€G1AlI�ING� � FORT COLLINS, CO, 80525 ��� CITY ENGINEER I Jets 14 /4- ) $ PARCEL 2 � PHONE; (970) 226-0557 �® o LOCATION �• ;���f° SURVEYOR a OWNER L COMMENCING AT SAID POINT A; r^ aA'I.I, �'© T-1 Pow 1., rJt= m� �,�p�h l'�j �A-�� �:0 �r��-,c�"[I� ���m�- STEVEN PARKS PLS ;�j ,,�� g, THENCE NORTH 0509 12" EAST A DISTANCE OF 80.32 FEET TO THE POINT OF BEGINNING; 1111 DIAMOND VALLEY DR SUITE 4 C7 MONTAVA PARTNERS LLC �<� /"� l��U IL ` THENCE ALONG THE SOUTH, WEST AND NORTH LINES, AND EXTENSIONS THEREOF OF TRACT 00, OF SAID MONTAVA SUBDIVISION PHASE D, THE FOLLOWING SEVENTEEN (17) COURSES; MAJESTIC SURVEYING LLC Z A COLORADO LIMITED LIABILITY COMPANY THENCE NORTH 89'59'26" WEST A DISTANCE OF 127.98 FEET TO A POINT OF CURVATURE (PC); PHONE: (970) 833-5698 a p� THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH A DISTANCE OF 101.24 FEET, HAVING A RADIUS OF 640.00 FEET, A DELTA OF 09`03'47" AND IS SUBTENDED BY A CHORD THAT BEARS BY.. PRINTED NAME: �i SOUTH 85'28'07" WEST A DISTANCE OF 101.13 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO THE AFORESAID CURVE; NERTHENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, A DISTANCE OF 83.27 FEET, HAVING A RADIUS OF 305.00 FEET, A DELTA OF 15'38'36" AND IS SUBTENDED BY A CHORD THAT " f BY: BEARS NORTH 30'58'17" WEST A DISTANCE OF 83.01 FEET A POINT 6F TANGENCY (PT); MOUNTAIN VISTA DR ) THENCE NORTH 38'47'35" WEST A DISTANCE OF 326.00 FEET; � STATE OF COLORADO ) SS THENCE NORTH 51*12'25" EAST A DISTANCE OF 303.00 FEET; COUNTY OF LARIMER ) THENCE SOUTH 38'47'35" EAST A DISTANCE OF 214.28 FEET; THENCE NORTH 5112'25" EAST A DISTANCE OF 28.00 FEET; NOTICE z THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, THENCE NORTH 00'33'45" WEST A DISTANCE OF 253.69 FEET; THENCE NORTH 51*1225" EAST A DISTANCE OF 7.00 FEET; ALL RESPONSI81LITlES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS w BY AS OF MONTAVA DEVELOPMENT, LLC, A THENCE NORTH 38'47'35" WEST A DISTANCE OF 56.00 FEET; AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE 0(] COLORADO LIMITED LIABILITY COMPANY. THENCE NORTH 51'12'25" EAST A DISTANCE OF 65.00 FEET; OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF WITNESS MY HAND AND OFFICIAL SEAL. THENCE NORTH 38`47'35" WEST A DISTANCE OF 328.71 FEET; APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR THENCE NORTH 36'58'24" EAST A DISTANCE OF 26.91 FEET; ou'a� RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT _ THENCE NORTH 53'01'36" WEST A DISTANCE OF 342.00 FEET; h��VL SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. NOTARY PUBLIC THENCE NORTH 36'58'24" EAST A DISTANCE OF 503.12 FEET TO PC• MY COMMISSION EXPIRES: THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHE -T- A DISTANCE OF 224.27 FEET, HAVING A RADIUS OF 245.00 FEET, A DELTA OF 52'26'55" AND IS SUBTENDED BY A CHORD THAT BEARS NORTH 63'11'51 " EAST A DISTANCE OF 216.52 FEET A POINT OF TANGENCY (PT); a kL - -r-o I=t VINE DR THENCE NORTH 89'2519'' EAST A DISTANCE OF 15.37 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AND T�A POINT HO'tqEREIN REFERRED TO AS POINT B; O CONTRACT PURCHASER W THENCE SOUTH 00'35'37" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 378.65 FEET; V1� INFTY MAP MONTAVA DEVELOPMENT & CONSTRUCTION LLC THENCE SOUTH 00'33'45" EAST, CONTINUING ALONG SAID WEST ROW LINE, A DISTANCE OF 1304.66 FEET TO THE POINT OF BEGINNING. NOTICE OF OTHER DOCUMENT$: No T SCALE A COLORADO LIMITED LIABILITY COMPANY Z � PARCEL 3 O COMMENCINGAT SAID POINT B; ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS BY: PRINTED NAME: THENCE NORTH 00'35'37" WEST, ALONG SAID WEST ROW LINE, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING; DEVELOPMENT' WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR fA THENCE SOUTH 89'25'19" WEST A DISTANCE OF 8.00 FEET TO THE EAST LINE OF SAID MONTAVA SUBDIVISION PHASE D; ' SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS BY; D THENCE NORTH 00`35'37" WEST, ALONG SAID EAST LINE AND AN EXTENSION THEREOF, A DISTANCE OF 2145.63 FEET TO THE SOUTH ROW LINE OF RICHARDS LAKE ROAD, DEDICATED AS PARCEL IN CONSTITUTE PROMISES AND COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THELAND. THE SAID DOCUMENT`S MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT STATE OF COLORADO ) SAID BOOK 2289, PAGE 1283 AND TO A LINE PARALLEL WITH AND 50.00 FEET SOUTH OF, AS MEASURED AT A RIGHT ANGLE, THE NORTH LINE OF THE E1/2; ,fg _3A+17 3FG_ '32- LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANT'S, FINAL SITE PLAN, FINAL ) SS Uj THENCE SOUTH 89'39'06" EAST, ALONG SAID SOUTH ROW LINE A DISTANCE OF 8.00 FEET TO THE WEST ROW LINE OF NORTH GIDDINGS ROAD AND TO A POINT HEREIN REFERRED TO AS POINT C; LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE r/� THENCE SOUTH 00'35'37" EAST, ALONG SAID WEST ROW LINE, A DISTANCE OF 2145.50 FEET TO THE POINT OF BEGINNING. T- 4G � s'e CLERK OF THE CITY AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY COUNTY OF LARIMER ) ca CO I 0 L 4- (C AJ ! L PORTION OF THE DEVELOPMENT SITE. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, :D < 0 PARCEL 4 COMMENCING AT SAID POINT C• ' �' BASIS OF BEARINGS BY AS OF MONTAVA DEVELOPMENT, LLC, A COLORADO THENCE SOUTH 89'48'35" EAST A DISTANCE OF 84.01 FEET TO THE POINT OF BEGINNING; ��,4L� i Q Vhe_ATIO� -N'u "R"g:Q THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE LIMITED LIABILITY COMPANY. U. THENCE SOUTH 89'57 45" EAST, ALONG THE SOUTH ROW LINE OF RICHARDS LAKE ROAD. A DISTANCE OF 8.00 FEET* 03 Tp 0 ' T" 50� y��I �2'83 ? SIXTH PRINCIPAL MERIDIAN IS ASSUMED TO BEAR N 00'33'45" W A DISTANCE OF 2642.14 FEET, BEING WITNESS MY HAND AND OFFICIAL SEAL Q THENCE SOUTH 00`3537" EAST A DISTANCE OF D1.85 FEET TO THE NORTH LINE OF THAT PARCEL AS DESCRIBED IN THE WARRANTY DEED AS RECORDED MAY 31, 2016 AS RECEPTION NO. MONUMENTED' ON THE NORTH BY A 3-1/4" BRASS CAP IN MONUMENT BOX L.S. 15278 AND ON THE SOUTH BY 20160033867; =' �4�-'��� A 2--1/2" ALUMINUM CAP MARKER L.S. 17497 1N MONUMENT BOX. a. THENCE NORTH 35'00'49°' WEST, ALONG SAI NORT LINE, A DISTANCE OF 14.15 FEET TO THE EAST ROW LINE OF NORTH GIDDINGS ROAD AND TO A POINT HEREIN�REFERRED TO AS POINT D; NOTARY PUBLIC THENCE NORTH 00'35'37" WEST, ALONG S D EA,S i OW LINE, A DISTANCE OF 790.26 FEET TO THE POINT OF BEGINNING. VciqL�L --a VAc.A-E161,3 NOTE& Z w MY COMMISSION EXPIRES: PARCEL 5 v 1. FOR ALL INFORMATION REGARDING EASEMENTS, AND RIGHTS-OF-WAY TST INC. AND MAJESTIC SURVEYING, 0 BEGINNING AT SAID POINT D; LLC RELIED ON TITLE COMMITMENT NO. 13833-4187956 PREPARED BY FIRST AMERICAN TITLE INSURANCE ACKNOWLEDGED AND AGREED TO BY THENCE SOUTH 00'35'37" EAST A DISTANCE OF 241.22 FEET TO THE SOUTH LINE SAID RECEPTION NO. 20160033867 AND TO A POINT HERE14 REFERRED TO AS POINT E; COMPANY, DATED JULY 26, 2024. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY MAJESTIC THENCE ALONG THE SOUTH, WEST AND NORTH LINES OF RECEPTION NO. 20160033867 THE FOLLOWING THREE COURSES: SURVEYING, LLC OR TST INC. MONTAVA METROPOLITAN DISTRICT NO. 1, THENCE SOUTH 89'2 " WEST A DISTANCE OF 12.04 FEET; QUASI--MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO THENCE NORTH 00'3 "/ WEST A DISTANCE OF 258.80 FEET; 2. THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE 0. THENCE SOUTH 35'0 ' INSTALLATION OF RESOURCE CONSERVING EQUIPMENT OR LANDSCAPING THAT ARE ALLOWED BY SECTIONS EAST A DISTANCE OF 21.31 FEET TO THE POINT OF BEGINNING. 12-1 20 - 12-122 OF THE CITY CODE. BY: PRINTED NAME: d5l a ��&k ,L1 vJ- PARCEL 6 U111d-(o vlel 3. PER C.R.S. 38-51-106, "ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FEET. TITLE: BEGINNING AT SAID POINT E; ONE METER EQUALS 39.37/12 U.S. SURVEY FEET, EXACTLY ACCORDING TO THE NATIONAL INSTITUTE OF STATE OF COLORADO ) STANDARDS AND TECHNOLOGY. ) SS THENCE NORTH 8924'23" EAST A DISTANCE OF 8.00 FEET; THENCE SOUTH 00.3537" EAST A DISTANCE OF 1551.53 FEET; 4. MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE IS LOCATED WITHIN THE MONTAVA PUD MASTER PLAN COUNTY OF LARIMER ) THENCE SOUTH 00'33'45" EAST A DISTANCE OF 37.69 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; AND MONTAVA PUD OVERLAY, ODP 180002 APPROVED PURSUANT TO ORDINANCE NO. 014, 2020, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY, THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE NO ST A DISTANCE OF 97.99 FEET, HAVING A RADIUS OF 93.50 FEET, A DELTA OF 60'02'50" AND IS SUBTENDED BY A CHORD THAT RECORDED JUNE 4, 2020 AT RECEPTION #20200039330 IN THE RECORDS OF THE CLERK AND RECORDER BEARS SOUTH 48'26'04" EAST A DISTANCE OF 93.57 FEET'A�PT,; Ilb ,A PmlAJT' a 'F7ENeF_146-y (f r'� OF LARIMER COUNTY COLORADO. BY AS PRESIDENT OF MONTAVA METROPOLITAN DISTRICT NO. 1, THENCE SOUTH 77'33'53" EAST A DISTANCE OF 6.69 FEET; --- 5. MONTAIIA SUBDIVISION PHASE D INFRASTRUCTURE MAY BECOME SUBJECT TO THE CONSOLIDATED SERVICE QUASI-MUNICIPAL CORPORATION AND POLITICAL SUBDIVISION OF THE STATE OF COLORADO. THENCE SOUTH 00'36'49" EAST A DISTANCE OF 98.55 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; PLAN FOR MONTAVA METROPOLITAN DISTRICT NOS. 1-7 APPROVED BY RESOLUTION 2018-083. WITNESS MY HAND AND OFFICIAL SEAL. ' THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 84.65 FEET, HAVING A RADIUS OF 83.50 FEET, A DELTA OF 58`05'14" AND IS SUBTENDED BY A CHORD THAT ��NR �RtacT �f� 6. MONTAVA SUBDIVISION PHASE D IS SUBJECT TO THE DEVELOPMENT AGREEMENT TO SECURE PUBLIC - -- --- BEARS SOUTH 41'31 26" WEST A DISTANCE OF 81.07 FEET A POINT OF COMPOUND CURVATURE (PCC); BENEFITS FOR MONTAVA PLANNED UNIT DEVELOPMENT MASTER PLAN APPROVED BY RESOLUTION 2020-007 THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE EAST A DISTANCE OF 86.25 °FEET, HAVING A RADIUS OF 105.50 FEET, A DELTA OF 46'50'24" AND IS SUBTENDED BY A CHORD THAT BEARS AND RECORDED DECEMBER 14, 2020 AT RECEPTION NO. 20200105298 AND RE-RECORDED APRIL 7, 2022 - - - SOUTH 10'56 IP'23" EAST A DISTANCE OF 83.87 FEET44- C£; `-0 A ( � vzvt ) AT RECEPTION NO. 20220022462 IN THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, NOTARY PUBLIC THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST A DISTANCE OF 46.85 FEET, HAVING A RADIUS OF 63.50 FEET, A DELTA OF 42'16'30" AND IS SUBTENDED BY A CHORD THAT COLORADO. MY COMMISSION EXPIRES: BEARS SOUTH 55'2.9'50" EAST A DISTANCE OF 45.80 FEET; 7. NOTWITHSTANDING SECTION 24-42(A) OF THE CITY CODE, OR ANYTHING ELSE TO THE CONTRARY, THENCE SOUTH 03'29'03" EAST, ALONG A LINE NON-TANGENT TO THE AFORESAID CURVE, A DISTANCE OF 90.70 FEET TO THE BEGINNING POINT OF A CURVE, NON-TANGENT TO AFORESAID COURSE; MONTAVA METROPOLITAN DISTRICT NO. 1 (OR ITS ASSIGNS) SHALL BE RESPONSIBLE FOR THE OPERATION THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SO A DISTANCE OF 27.20 FEET, HAVING A RADIUS OF 123.50 FEET, A DELTA OF 12'37'02" AND IS SUBTENDED BY A CHORD THAT AND M,INTENANCE OF ANY PARKWAY, AS DEFINED IN SECTION 24-6, BETWEEN A PROPERTY OWNER'S ATTORNEYS CERTIFICATE BEARS SOUTH 70'42'04" WEST A DISTANCE OF 27.14 FEET PT; c`'$_ PROPERTY LINE AND THE EDGE OF THE ADJACENT LOCAL OR COLLECTOR STREET. TST, INC. THENCE SOUTH 64'23'33" WEST A DISTANCE OF 16.88 FEET PC; I CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION CONSULTING ENGINEERS THENCE ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST A DISTANCE OF 57.47 FEET, HAVING A RADIUS OF 73.49 FEET, A DELTA OF 44'4824" AND IS SUBTENDED BY A CHORD THAT 2.2.3(C)(3)(A) THROUGH (E) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT 748 Whalers Way BEARS SOUTH 41'59'29" WEST A DISTANCE OF 56.02 FEET; ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY Suite 200 Fort Collins THENCE SOUTH 00'33'45" EAST, ALONG A LINE NON-TANGENT TO THE AFORESAID CURVE, A DISTANCE OF 2075.45 FEET TO THE NORTH ROW LINE OF MOUNTAIN VISTA DRIVE AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED Colorado 80525 UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF Phone: 970.226.0557 THENCE SOUTH 89'58'54" WEST, ALONG SAID NORTH ROW LINE, A DISTANCE OF 8.00 FEET TO THE EAST ROW LINE OF NORTH GIDDINGS ROAD; (CR -L- 1 n VAe-A-FI&? 00c- EXECUTION OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND do® No. THENCE ALONG SAID EAST ROW LINE THE FOLLOWING TWO COURSES: IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(F) OF THE LAND USE CODE. 1230.0009.00 THENCE NORTH 00'33'45" WEST A DISTANCE OF 2592.55 FEET; SURVEYOn STATEMENT THENCE NORTH 00'35'37" WEST A DISTANCE OF 1551.54 FEET TO THE POINT OF BEGINNING. STEVEN PARKS SCALE N.T.S. I, STEVEN I ARKS, A LICENSED PROFESSIONAL LAND COLORADO PLS ATTORNEY DAB ° PARCEL 7 SURVEYOR IN THE STATE OF COLORADO, DO HEREBY TRACT NN, MONTAVA SUBDIVISION PHASE D STATE THIS SUBDIVISION PLAT WAS PREPARED FROM AN NOTICE: ACCORDING TO COLORADO LAW, YOU MUST (NAME) DATEJANUARY 29, 2025 ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, COMMENCE ANY LEGAL ACTION BASED UPON ANY ADDRESS: THAT THE �dONUMENTATION AS INDICATED HEREON WERE DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER SHEET SAID DESCRIBED PARCELS OF LAND CONTAIN 790,842 SQUARE FEET OR 18.19 ACRES, MORE OR LESS (f). FOUND OR SET AS SHOWN, AND THAT THE FORGOING YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY REGISTRATION PLAT IS AN ACCURATE REPRESENTATION HEREOF, ALL ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY NO.: �21�L HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS AND STREETS A5 SHOWN ON THIS PLAT TO BE KNOWN AS MONTAVA PHASE D INFRASTRUCTURE, SUBJECT TO ALL THIS TO TI-'= BEST OF MY KNOWLEDGE, INFORMATION BE COMMENCED MORE THAN TEN YEARS FROM THE EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. AND BELIE('. DATE OF THE CERTIFICATION SHOWN HEREON. 2 FINAL PLAT FOR eL MONTAVA SUBDIVISION PHASE D INFRASTRUCTURE Z � 0 U U) U7 w Ld A REPLAT OF TRACT NN AND TRACT 00 OF MONTAVA SUBDIVISION PHASE D AND VACATED RIGHT-OF-WAY LOCATED IN A PORTION OF SECTION 32 AND SECTION 33, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. Q NOTICE: ACCORDING TO COLORADO LAW, YOU MUST i COMMENCE ANY LEGAL ACT10N BASED UPON ANY I DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT DRAWN MAY ANY ACTION BASED UPON ANY DEFECT IN THIS BRB SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. CHECKED DAP DESIGNED BRB FILENAME 0009-Plat Cover-.Infra TRACT A / r / NE CORNER SECTION 32, T8N, R68W,/ r FOUND 3.25" AL. CAP PLS 15278 IN RANGE BOX MONTAVA SUBDIVISION ` PHASE D NOT A PART TRACT B `� '� � `-'- TRACT K � I - r TRACT f �f i p4� TRACT C MONTAVA SUBDIVISION ` f ' w PHASE D CURVE TABLE CURVE TABLE NOT A PART �' II f r CURVE RADIUS LENGTH DELTA BEARING CHORD CURVE RADIUS LENGTH DELTA BEARING CHORD { ` C1 640.00' 101.24' 9`03'47" S85'28'07"W 101.13' C21 213.50' 98.45' 26'25'15" N89'55'24"W 97.58' 550 ! 4 TRACT Q f TRACT J C2 305.00' 83.27' 15'38'36" N30'58'17"W 83.01' C22 93.50' 126.35' 77'25'44" S38'09'07"W 116.96' D J 4 4 � � ' B _ � I ` ` C3 245.00' 224.27' 52'26'55" N63'11'51"E 216.52' C23 93.50' 97.23' 59'34'51" S47'04'34"W 92.91' C4 93.50' 97.99' 60'02'50" S48'26'04"E 93.57' C24 93.50' 29.13' 17"50'54" S8"21'42"W 29.01' ♦� / � v� W C5 83.50' 84,65' 58'05'14" S41'31'26"W 81.07' C25 93,50' 127,12' 77'53'43" S39'30'37"E 117.55' < TRACT E `� C6 105.50' 86.25' 46'50'24" S10'56'23"E 83.87' C26 93.50' 29.13' 17'50'54" S9'29'12"E 29.01' co a: > l E 1/4 COR. SEC. 32, LL 0 T8N, R68W, FOUND 3-1/4" BRASS C7 63.50' 46.85' 42*16'30" S55'29'50"E 45.80' C27 73.50' 83.33' 64'57'27" S31'54'54"W 78.93' Z r' CAP IN MONUMENT BOX C8 123.50' 27.20' 12'37'02" S70'42'04"W 27.14' C28 73.50' 25.85' 20'09'11" S9'30'50"W 25.72' > Q LS #15278 � J C9 73.49' 57.47' 44'48'24" S41'59'29"W 56.02' C29 118.00' 103.74' 50*22'13" S6'12'25"W 100.43' TRACT F C10 118.00' 287.38' 139'32'27" S39'12'27"E 221.44' C30 118.00' 105.30' 51'07'49" S841O'23"E 101.84' z W ..C11 56000' 9674' 9'5353" S48'04'40"E 96.62' C31 640.00' 115.51' 10'20'28" S47'51'22"E 115.35' c i L 0 CD ° 1 �`1 / C12 223.50' 85.52' 21'55'27" N11'31'29"W 85.00' C32 600.00' 149.06' 14*14'04" S45'54'34"E 148.68' LIP C13 223.50' 44.93' 11'31'01 N6'19'16"W 44.85' C33 25.00' 39.27' 90'00'00" N45'00'00"E 35.36' C14 223.50' 40.60' 10'24'26" N17'16'59"W 40.54' C34 20.00' 30.69' 87'55'49" N43'57'55"W 27.77' C15 28.50' 36.11' 72'36'04" N58'47'14"W 33.75' C35 80.00' 122.77' 87'55'49" S43'57'55"E 111.08' C16 273.50' 64.07' 13'25'18" N43'06'19"E 63.92' C36 75.00' 117.81' 90'00'00" S45'00'00"W 106.07' �' -- --- C17 105.50' 91.90' 49'54'32" N11'26'24"E 89.02' C37 105.44' 32.85' 17'51'08" S25'26'24"E 32.72' ' ` f DESCRIPTION OF LA 4D USE SIZE (AC.) PERCENTAGE 0 & M RESPONSIBILITY (%) TOTAL C18 83.50' 92.11' 63*12'18" N45'07'01"W 87.51' .'h TRACT G f TRACT H TRACTA O , PA, DE, UE 1.08 5.93% MONTAVA METRO DISTRICT C19 640.00' 339.15' 30`21'43" N68'12'28"W 335.19' TRACT B O PA DE, UE 0.81 4.48% MONTAVA METRO DISTRICT - f TRACT C O PA, DE, UE 0.50 2.76% MONTAVA METRO DISTRICT C20 560.00' 201.34' 20'36'00" N63'19'36"W 200.26' TRACT D DE, FUTURE DEVELOPMENT 2.97 16.37% MONTAVA METRO DISTRICT 1-4 rj, j f 6.Ja ar �°�' Tr- CTRACT E OS, PA, DE, UE 1.84 10.11% MONTAVA METRO DISTRICT �' s �Y , r f TRACT F DE, FUTURE DEVELOPMENT'' 4.27 23.54% MONTAVA METRO DISTRICT TRACT DE, UE 0.22 1.22% MONTAVA METRO DISTRICT TRACT H D , UE 0.37 2.01% MONTAVA METRO DISTRICT TRACT 1 UE 0.39 2,17% MONTAVA METRO DISTRICT �f TRACTI D UE 0.28 1.52% MONTAVA METRO DISTRICT \ TRACT K D ' UE 0.7.5 0.81% MONTAVA METRO DISTRICT r TW, INQ RIGHT-OF-WAY 5. 8 29.07°% CITY OF FORT COLLINS f / 2 CONSULTING ENGINEERS f TOTAL 18.16 100.00% _ Y 748 Whalers Wa Suite 200 Fort Collins SE COR. SEC. 32, T8N, R68W, PA-PUBLIC ACCESS EASEMENT, DE-DRAINAGE EASE T UE-UTILITY EASEMENT, OS-OPEN SPAC Colorado 80525 FOUND #6 REBAR W/ 2-1/2" _ q Phone: 970.226.0557 ALUM. UM.7 CAP 497 IN MONUMENT BOX D� � 0-1w- -- JOB NO. 1230.0009.00 � # � � 200 0 200 400 SCALE " , 1 = 0 Scale 1*=200' feet DATE JANUARY 29, 2025 r SHEET 1A 2of 6 I l 57 f/. C"• He-.A S v rz ca A5ze i t 7-47r so ROW PER MONTAVA SUBDIVISION PHASE D � MONTAVA SUBDIVISION PHASE D ROAD BK R, 9 -7 s d hl e_y TRACT QQ � TRACT PP 152 & BK 2 (/4J �/�L "7���' PG 1283 NOT A PART _ �- _ NOT A PART �� s �7 _^ Z rn o 5 A CrCr-'Of Tb 6 / �'�� c'�i c rn �7 C v` a� ,.1 m j z o m - cn 3a 5 I !�S� ' 1� T `�`C✓ n o � yp�R c U 7' c n c n c rn LL I rr r� e0_0 n e C TRACT G m n "' n m z it Ld l S ./�- �� Lam,, ft�L� / ST.•4�Clc CS mZE m a m C9 n Z V` 9656 SFIT! In o rr -� a �► 4 5 o N89'57'S8"W - - - - -- - N00'33'45"W 1207.02' -- -- -- -- - - - -- -- ------ - - - - - -- - - - - - - -- — - -- -- - - -- o _ — - -- - 8.00' • ?--••`' POINT OF BEGINNING S00'33'45"E 1207.02' O:• ¢ moo--. a`L. PARCEL 1 N "50 cD. b _ 0 R*a)� N00'33'45"W 2642.14' - W Z Id f` O 000 N GIDDING� RD (BASIS OF BEARING) 3 ¢o POINT OF COMMENCEMENT w n�- SE CQR. SEC. 32, T8N, R68W, 6TH P.M. on- S00'33'45"E 0 o FOUND ,#6 REBAR W/ 2-1/2" ALUM. cO" CO o�, " S$9'5$'S4"W CAP IN MONUMENT BOX LS ; 17497 1400.00' (BETWEEN MONUMENTS) 1799.23' 4 r KEY MAP m>zmm $.40' _ - - - -- - - - -1400.Q0' (BETWEEN MONUMENTS)- - - -� - - - - - -- � _ _ — .- - - - - -- - - - - - -S00'33'45"E 2075.45' - - - ---- N.T.S. ���� BRB -I ----r -- -- - -'- --"\ - _-' — �� mom '� TRACT H CHECKED 100' ROW PER I�� 30 UE BY n< 8 n n_U _ F` UE905 SF DAP SEPARATE q D c> c ROAD 8K R, PG — 0 cn OD � �m m ' 152 & BK 2289 DOCUMENT > m vn UNPLATTED z> DESIGNED PG 1283 REc# > m NOT A PART �m BRB 5a'��50' BY DOCUMENT FlNm REC# 0009_Plat_Infra ti � u � Dry ^§ loe 1 �''t ` 0, �cx� / a `10' ill°• MONTAVA SUBDIVISION PHASE D °,, -7 NOT A PART C) � `3�� � � LEGEND CO d �e- �2 FOUND SECTION CORNER AS DESCRIBED F++r 4e- S71 N36'58'24"E '' SET #4 REBAR Wf RED CAP,. PLS #38348 a) 26.91 PROPOSED LOT LINE � TRACT F � � � 186198 SF ( -— —— — — — - PROPOSED EASEMENT � � �� � DE, FUTURE DEVELOPMENT 'I, �� `" $ 1`��>C' -' EXISTING LOT LINE MONTAVA SUBDIVISION PHASED �p�`.�$ , �8� _b� (79957 ACT E ` , -- --- EXISTING RIGHT-OF-WAY TRACT PIP 0NOT A PART , ' C .js y� SFEXISTING SECTION LINE sa' Raw G �! `� .b ,� , FUTURE F Gt, ., O Qj sr• DEVELOPMENT EXISTING EASEMENT �r � C7 �s,` C?� � 'h �� �� Qp `�S3 PLAT BOUNDARY L W '� „c, c- � S03'09'42"E —----------------------------w-_ TIE N38 47 35„Wcy s , � S 6.87' ti 4gA7 ' rn " S00'33'45" 253.69' 6' ��. �v'3�� d*�,�o \ r' a.. I. S5 '12 25 c 28.00 " �cS� ��O rmc crs S3623'40"W W NOTICE: ACCORDING TO COLORADO LAW, YOU MUST N51`12 25 E �' �Jj / a 1.63 COMMENCE ANY LEGAL ACTION BASED UPON ANY e a cs Co m 7.00 ^ t DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER A ��,yv C14 o < mo 0 v M -- _ - YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT K;0 m a m POINT a�lt POINT OF BEGINNIIG '�g _ n S00'33'45"E ,�h (,']7 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS z> :n PARCEL 2 n -1 V SURVEY BE COMMENCED MORE THAN TEN YEARS FROM �n, v 20.13 l y *0 w THE DATE OF THE CERTIFICATION SHOWN HEREON. -- - -- -- _ - -� ai - - - - - - --- - -- - - - - -.- - - - - - - - - -- -- - - - - - - - - - - m _ — _ _.. -- - - _ _ — — _ ' , �s — — � — — — �C13— c�� _. — — — �� — _ — � — .N05'09' — SO0'33'45"E 511.37'— — — SOi'42 31 E 175.00 -- C12 O ..... 80.312"E' — " is 2 �" S00 33 45 E 1304.66 � S89 59 26 E 8.00 N ro N a 1TwW�, 00 ���o N GIDDINGS RD 1192.55' (BETWEEN MONUMENTS) N00'33'45"W 2642.14' �_ _jm�o— ` ����� ! ` Ca ��,a� W � �.... � N T, � y W (BASIS OF BEARINGS) � CORNER Z `''N m N00'35'00"E N00'3345"W N SECTION 32 N (D c 75.86' FOUND 3.25" S00033'45"E 2592.55' 175.00 C28 BRASS CAP �25 F PLS 15278 IN RANGE BOX Ae - -�- - - --- -675.45' (BETWEEN MONUMENTS)- - �W — — - - - - - _— m � . / c� -,xi I `o <0 I o m �C� "< ` `ES O3� TST INC ACT H i 1 r nc �®m '� 0r, 13 x�l �0 , n00 mo ir,�:C6 — _ S 15905 SF y 1D° 0-0 c I ao 0I m u, r�o n I �r CONSULTING ENGINEERS UE a z m ` I I �,�,o n e S64'23'33"W ® ,,` / I o Suite Whalers Way o z m � Ic o o m m 0 m Suite 200 Fort Collins m y I m z I C a c 16.88' � � �.1 '� �I � Colorado 80525 -� -I z r� n " / Phone: 970.226.0557 v -�- + D m>m �. 1 S03'29 03 E J m �M� 90.70' G°c� No. 1230.0009.00 — N00`43'02"W 399.38'— �� 1jLq TT51 Sr � 50 0 50 100 SCALE 1" = 50' \ NO3'29'03"W 21.56' \ C' (ESMT. TIE) scale 1"=50' feet DAZE RECLCa WATER ESMT. G���/ JANUARY 29, 2025 UNPLATTED Ns9.38'12"E 17.s7' �. � NOT A PART SHEET �` SOQ'43'02"W 399.38' r - -- -- - - -- - - - - - - - - - - -- ._ _. -- - - -- - - - - - -- - -- - - _._. - --r -- /U� 3 ofl3/ 6 i MATCH UNE E SKEET fi 5 SE .. . . .. . . . :. .. E ERE.E .. .... , ..... rnEE E� . ... ... , .. .. NEEEa ... ,E...F i... .rE . , .rEe .. ...E ,....M ..... , .► ... ..... . mom .....E ...E ! O \ \ 1A / � /G 6 S , p 4 rn ,l r 9= KEY MAP N.T.S. Jz p / � p TRACT C / p 21836 SF ! ^� DRAWN OS, DE, UE BRB MONTAVA SUBDIVISION PHASE D \ rypro' �Fo �Co' i NOT A PART \ � 1 W DAP CHECKED Z DESIGNED � BRB ev"I /MHO = FILENAME \ ,��0, 9• / [.� F- 0009-Plat-Infra d 00, 00 MONTAVA SUBDIVISION PHASE D TRACT NOT A PART 61 co �o� ��^� F 4-TOQ LEGEND 4 FOUND SECTION CORNER AS DESCRIBED A SET #4 REBAR W/ RED CAP, PLS #38348 00��� \ // // 3, Q Q � ,1�✓ PROPOSED LOT LINE — — —— — —— — PROPOSED EASEMENT Z MONTAVA SUBDIVISION PHASE D r / ? EXISTING LOT LINE 0 ` NOT A PART /r rr ,�� —-- --— EXISTING RIGHT-OF-WAYco EXISTING SEC71ON LINE Er.EE D \ /cam rr l EXISTING EASEMENT PLAT BOUNDARY N36'58'24"E 9' / / ♦ ------------------------------------- TIE in � 26.91 / w n cl) 1 , NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY �,� 9' UE TRACT D \ DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER �yy ;AACT E 129493 SF YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT /, 9957 SF f f I DE, FUTURE ✓ MAY ANY ACTION BASED UPON ANY DEFECT IN THIS DEVELOPMENT I A- DEVELOPMENT ! SURVEY BE COMMENCED MORE THAN TEN YEARS FROM DE, FUTURE �,.., a 1 THE DATE OF THE CERTIFICATION SHOWN HEREON. z LU N, p CO) wl N3$'47'35"W s03`09'42"E 6.87' �, 1 z 56.00' � 6a, a. > _-% —A 710 o �'S3 pa ss. s c, \ " / . Oo•35'37" m� D N51'12'25"E ©' '� m s N" S36 23 40 W / \�5 c r, Vi n ao o< 7.00' .. i.63 `�,G�� `� S 98'33'45"E (n n 60.00' a m o 0 TRACT F o0 0 - - �� C� \ 8 " �D n r� -p. 186198 SF ✓ SOO'33'45"E �,� W C17 Gam, ?`� \ 49 435 37 E �v N89'2519 E 15.37 I y DE, FUTURE DEVELOPMENT 20.13 am `�1rQ ' �x„� ��� C'? '`-- - - - - - - - - - - -- - -- - - - _..-, -_. - - --POINT B --- - - ----- -, -- - -- - -- - - - C � - - - - _ - - - T, - - - !�y�� C24 - --_ -S00'33'07"W 173.18'- S0©'34'48"E 156.09 - L S01'42'31"E 175.00'- - - —C13 17 " �-�h8 ��,� '�4 E 1/4 COR. SEC. 32, T8N, S00'35'37"E 378.65'F_ F S89'25'19' W $.00' S00 33 45 E i 304.66 j < POINT OF BEGINNING N n o R68W 6TH P.M. *? Q 0 N o FOUND 3-1 4" BRASS CAP IN °D 0 a - -W N a © ti -�-, / PARCEL 3 _ 1192.55' (BETWEEN MONUMENTS) N00'33'45"W 2642.14' - ®� _ S ,t,s MONUMENT BOX LS15278 N00'35'37"W 2633.48' 0 N X� mx m 00le cw to N GIDDINGS RD A S " NCO(BASIS OF BEARINGS) Q m � � .�00 33 45 E -a � - N00'35'00"E N00'33'45"W N CO-0� 9.03 S00'35'37"E N01 44 22 W H i C26 173.18' 775.77' (BETWEEN MONUMENTS) 175.00' 75.86' C28 � - 775.76' (BETWEEN MONUMENTS)- - - - -- -- - 1 — �, m SM � �� 5003345E ono� � � �I O n \� �n ao w 0 �� G� � C6 e� Doi 37'.69' rn r.�m ;0 TST, INC. o I \ O 'v,I, j — — ti5 �p ��' y�¢•,L "'- z m g CONSULTING ENGINEERS c� cn ,� �r i� Et Q / a c -I m .m \ Q o ' b Ecy I- SF- v c� m 748 Whalers Way I a o u,0 n e S64 23 33 W m p)0 �I \s pOC' r "Q.Y Suite 200 Fort Collins d m!'i m \ ^/ n m Colorado 80525 z I c a c 16.88 \ V/ z I I c`r°i 9i n , n © Phone: 970.226.0557 + m n m `�cp S03'29'03"E S00 36 49 E S77 33 53 E �� m �- 90.70' G� , + �' 98.55' i 6.69' �` No. 1230.0009.00 E _ .• _= — — —— — N00'36'49"W 19.10' NOO'43'02"W 399.38' / (ESMT. TIE) , 50 U 50 100 SCALE 1" = 50' NO3'29'03"W 21.56' � �`___ / 1�N77`09 22 W 67.10 scale 1'"=�' feet DAB (ESMT. TIE) )71 30' ELCO WATER ESMT. JANUARY 29, 2025 N89'38'124E 17.87' f RECE �,/r L $ Tq�ON XE�D SHEET J SEP SE cs `'`--- - - -- -- - -------- - " - - —— — -- �� �- ,I0r7� � REC, pare DOCU �s< - - SOD`4302 W 399.38 - - ----- -.- ---� � 4 of 6 5 5 z 6 cn z a' MONTAVA SUBDIVISION PHASE D TRACT MM NOT A PART - 3 rtfi n C C' � D�._„ .' ColtoI f n Cb D ti tit o0 o m > TRACT I M,X 3 rim t C> ccrt o0 64 SF 1 - O m ' .-- - - - - -- - -N00'35'37"W 2145.fi3'- -�- -- - - - -- - - - - - — — KEY /� --- .- - _:.- -1072.82' (BETWEEN MONUMENTS)- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �E i ��"1►� DRAWN � �- - - -- - - - - m N.T.S. 1072.75' (BETWEEN MONUMENTS) S00'35°37"E 2145.50' a S35'00'49"E 21.31' CHECKED BRB Nl CI. ° " DAP N35"0049W 14.15 00 DESIGNEDW 4 N GIDDlNG RD WZ — BRB CC) X co :3 Opp Co� � - � � m p cfl 0 � FILENAME (ahJ- 00ZJx tv S0o \\ ft_ •35'37"E N (o�, S89'24'2.04 N00'35'42"W 258.80 Co ' 0009_P I a t_I n f?-a N0003537"W 1551.54' 1327.10' 775.77' (BETWEEN MONUMENTS) S00'35'37"E 241.22' - - - - - - - - - - - - -- - - -- - - - - - - - - -775.76' (BETWEEN MONUMENTS)- - ---- - - - - - - - - - - - - - --� - - - - - - - - - - - -- POINT E QE 113•9 14ct — - - - - - - - - --- - - - - - - - - - -- - - - -S00'35'37"E 1551. �oN 53 m m POINT OF BEGINNING L(,1 7 En m o _ o"'rrr ' D o n PARCEL 6 7 . aCo� TRACT J O t7 s / 0 co ( ai i�o > " SF m K m m �, UNPLATTED N89'24'23"E 8.00' �m 00 n c - err, � m NOT A PART m 0 m ' > UNPLATTED POINT D ` ,` a. NOT A PART POINT OF BEGINNING - PARCEL 5 1 UNPLATTED NOT A PART UNPLATTED NOT A PART 1 w CO0 LEGEND 5; D I I - FOUND SECTION CORNER AS DESCRIBED 0 100' ROW I ♦^ PER SET #4 REBAR W/ RED CAP, PLS #38348 co -ROAD BK - - R-31 B &�i PROPOSED LOT LINE BK 2289 it f) S �I PG I283 - - - - - - - - PROPOSED EASEMENT EXISTING LOT LINE LL CL I --�--- --— EXISTING RIGHT-OF-WAY F � �fl UNPLATTED (RE 5a' UE BY I c�9��' �T� NE S32, T8N, R68W SEPARATE - - Q � NOT A PART C DOCUMENT I EXISTING SEC TION LINE �� /S� � _ EXISTING EASEMENT MONTAVA SUBDIVISION PHASE D ti lr 00 D z W TRACT MM `� m to I� PLAT BOUNDARY NOT A PART 0 m 0 I `�' ® Q c� ------------------------------------ TIE Q fTl D m O m C� r o D 0� z C)0 a m �„ I NOTICE: ACCORDING TO COLORADO LAW, YOU MUST0. n< _._s` O rrI ` � t7 00 4 0 COMMENCE ANY LEGAL ACTION BASED UPON ANY CDs o5 /rQs c> c m DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER TRACT I m !� t 1Q@rye/ tm n'T' -1 T I C7 YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT 17164 SF �' % `�S Jzi m / POINT C MAY ANY ACTION BASED UPON ANY DEFECT IN THIS W t , „ SURVEY BE COMMENCED MORE THAN TEN YEARS FROM O , S89 39 Ofi E THE DATE OF THE CERTIFICATION SHOWN HEREON. - -1072.82' BETWEEN MONUMENTS - -- - - - - - - ~ � - - - - - _ - - - - - - - -N00'35'37"W 2145.63'- -- _ -- - _ -� _. - - - ._.... - - -- -- - -- -�--- -_-- _.._ _ - - - ( )- - -- 8.00 � �y 1072.75' (BETWEEN MONUMENTS) S9.j I S00'35'37"E 2145.50, -' m W Q N35'00'49"W 14.15' - - N©� ouTjs,e BaU�v Ry N00'35'37"W 2633.48' �" m � o o " �00 X ° SIyl�4L L� h'/A At ,� 00 i °a ��?; NE CORNER 00-0 _- < Ye 4� Q Xr N GIDDI RD o POINT OF BEGINNING ' SECTION 32 NGS S89'24'14"W N �N00"30 42"V'� 2 PARCEL 5°`-�'� FOUND 3.25" ' ` § N00.35'37"W 790.26 s } 12.04 S89'57'45"E PLLS S 78P IN S00035'37"E 241.22' _ _ _ _ _ - - - -, -- - - -- - - - - - - 8.00' RANGE BOX - - - - - -- - - - - - - _ f - - - --- - -- - - -- - - - - -- --- - - J -- -- -- -- ----- m POINT E o — m — — S00'35'37"E 801.85'— POINT OF BEGINNING ��-, o0 CO � TRACT m 00 I n 6368 3F D m PARCEL 6 m C> m UE rFj ;U < UNPLATTED N89.24'23"E 8.00' rn Z � m n m I N NOT A PART 3?�f C�a�a�'e+��'e Gf�e �'-' TST, INC. UNPLATTED POINT D '��=- :q CONSULTING ENGINEERS NOT A PART POINT OF BEGINNING ` r Su748ite zOOale t Collins PARCEL 5 I on Colorado 80525 00 Phone: 970.226.0557 JOB NO. 1230.0009.00 UNPLATTED 50'—� N Q T A PART 5a a �a as SCALE 1" — 50' I scale 1"=50' feet DATE I ! JANUARY 29, 2025 SHEET 5 of 6 C� _ MATCH LINE SEE SHEET 4mom 5 I 1 5 d 6 v) a. L U p 4 c TRACT D 3 129493 SE �a� og DE, FUTURE DEVELOPMENT MONTAVA SUBDIVISION PHASE D , TRACT MM '3 o NOT A PART 1 n - a m KEY MAP N. I"j'.J. DRAWN BRB Z 1 OJ CHECKED 1 DAP DESIGNED BRB Z FILENAME 0009_Plat_Infra �r clo co c� ,� ' Nr •p1,36r�� EWER ESMT. 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N38'47'35"W 877.50' _._- __ ——— ——— EXISTING RIGHT—OF—WAY y — --72' ROW EXISTING SECTION LINE .. .,. REC# jl" 80' ROW T REC# MONTAVA SUBDIVISION PHASE D EXISTING EASEMENT + MONTAVA SUBDIVISION PHASE D I I NOT A PART —f--�-36' / NOT A PART PLAT BOUNDARY 40' 40' _ _ _ -- TIE _ I 51' ROW :' I J I I I / REC# I COMMENCE ANYACCOR ACTION BASEDCOLORADO WUPONU ANY T I DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER'�26' I I YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS p I I I SURVEY BE COMMENCED MORE THAN TEN YEARS FROM LL- THE DATE OF THE CERTIFICATION SHOWN HEREON. I LLJ I I I w I �'- o I . 0 HARWOOD LN HARWOOD LN 0 I I I TST, INC. CONSULTING ENGINEERS 748 Whalers Way e Suite 200 Fort Collins Colorado 80525 I I I I Phone: 970.226.0557 J06 N0. I I I 1230.0009.00 50 0 50 100 SCALE 1" = 50' \ ` scale 1"=50' feet DATE I I \ JANUARY 29, 2025 SHEET 6 of 6